+43.03552, -87.94499
43°02'08" N, 87°56'42" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:LRD N 25TH ST over IH 94-E-W FREEWAY
Structure number:B40003400000000
Location:0.6M S JCT USH 18
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:57.4 ft. [17.5 m]
Total length:152.6 ft. [46.5 m]
Roadway width between curbs:41.7 ft. [12.7 m]
Deck width edge-to-edge:50.2 ft. [15.3 m]
Vertical clearance below bridge:15.1 ft. [4.6 m]
Skew angle:22°
Owner:State Highway Agency [01]
Year built:1957
Year reconstructed:2006
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: June 2015 

Status:Open, no restriction [A]
Average daily traffic:10,900 [as of 2013]
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Better than present minimum criteria [7]
Underclearances appraisal:Basically intolerable requiring high priority of replacement [2]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:61.1 tons [55.5 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:83.1
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$949,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201583.1Functionally obsoleteGoodGoodFair10900
June 201383.1Not deficientGoodGoodFair10900
June 201183.1Not deficientVery GoodGoodFair10900
June 200983.8Not deficientVery GoodVery GoodFair6800
June 200783.8Not deficientVery GoodExcellentFair6800
October 200684.0Not deficientVery GoodExcellentFair5900
July 200581.0Structurally deficientPoorFairFair5900
July 200342.8Structurally deficientPoorPoorFair5900
November 200143.3Structurally deficientPoorPoorFair4600
July 200043.3Structurally deficientPoorPoorFair4600
September 199941.2Structurally deficientPoorPoorFair9900
March 199857.9Structurally deficientPoorFairFair4700
July 199643.3Structurally deficientPoorFairPoor4700
February 199647.0Structurally deficientPoorFairPoor4700
September 199447.0Structurally deficientPoorFairPoor4700
November 199347.0Structurally deficientPoorFairPoor4700
November 199247.0Structurally deficientPoorSatisfactoryPoor4700
December 199172.8Structurally deficientPoorSatisfactorySatisfactory4700